A uniform live load of 1.75 kN/m and a single concentrated live force of 8 kN are

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A uniform live load of 1.75 kN/m and a single concentrated live force of 8 kN are placed on the floor beams. If the beams also support a uniform dead load of 250 N/m, determine 

(a) The maximum negative shear in panel BC of the girder and 

(b) The maximum positive moment at B.

-1.5 m-→ -1.5 m- 3 m

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Structural Analysis

ISBN: 978-0132570534

8th edition

Authors: Russell C. Hibbeler

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